Loading
Loading…
Loading…
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹11.9 LAccepted-Finance NELLIPARA PO 670571 | KANNUR | KERALA | 670571 | ₹11.9 L | L1 | Accepted-Finance L1 |
| 2 | Rejected-Technical | - | - | Rejected-Technical L2 |
| Sl No | Description | Qty | Unit | MAHESH L1 | GOODWIN R S L2 |
|---|---|---|---|---|---|
| 1.00karamana ward | |||||
| 1.00 | 3.2:Preparation of Foundation for Embankment <br> Scarifying Existing Bituminous Surface to a Depth of 150 mm by Mechanical Means <br> Scarifying the existing bituminous road surface to a depth of 150 mm and disposal of scarified material with a lift upto 3 m and lead upto 1000 m as per Technical Specification Clause 301.4. | 175 | sqm | 15 ₹2,625 Lowest | 15.23 ₹2,665.25 |
| 1.00 | 4.9:Wet Mix Macadam <br> Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the material with water at OMC in mechanical mixer (Pug Mill), carriage of mixed material by tipper to site, laying in uniform layers in sub-base/base course on a well prepared sub-base and compacting with smooth wheel roller of 80 to 100kN weight to achieve the desired density including lighting, barricading and maintenance of diversion, etc as per Tables 400.11 & 400.12 and Technical Specification Clause 406. <br> By Mechanical Means with 1 km lead | 26.25 | cum | 3,450 ₹90,562.5 Lowest | 3,568.21 ₹93,665.51 |
| 1.00 | 75.5.1.1pb:Prime Coat - Low porosity - With Packed Bitumen Rates <br> Providing and applying primer coat with bitumen emulsion (SS-1) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.70-1.0 kg/sqm using mechanical means as per Technical Specification Clause 502 | 175 | sqm | 70 ₹12,250 Lowest | 74.87 ₹13,102.25 |
| 1.00 | 75.5.2.3pb:Tack Coat - With Packed Bitumen Rates <br> Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.25 to 0.30 kg per sqm on the prepared granular surfaces treated with primer & cleaned with Hydraulic broom as per Technical Specification Clause 503. | 175 | sqm | 17 ₹2,975 Lowest | 17.96 ₹3,143 |
| 1.00 | 75.5.5.B.2pb:Modified Penetration Macadam 75 mm thick using Bitumen S-65 - Packed Bitumen Rates <br> Construction of penetration macadam over prepared base by providing a layer of compacted crushed coarse aggregate using chips spreader with alternate applications of bituminous binder and key aggregates and rolling with a three wheel 80-100 kN static roller to achieve the desired degree of compaction as per Technical Specification Clause 506. | 146.5 | sqm | 300 ₹43,950 Lowest | 387.55 ₹56,776.08 |
| 1.01 | 75.5.2.1pb:Tack Coat - With Packed Bitumen Rates <br> Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.20 to 0.25 kg per sqm on the prepared bituminous surface cleaned with Hydraulic broom as per Technical Specification Clause 503. | 1,645 | sqm | 15 ₹24,675 Lowest | 15 ₹24,675 Lowest |
| 1.01 | OD94878/2026-2027:Mix Seal Surfacing - Manual Means - Type A - Bitumen S-65 -Packed bitumen rates and
Antistripping Agent Providing, laying and rolling of close-graded premix surfacing material of
20 mm thickness composed of 11.2 mm to 0.9 mm (Type-A) or 13.2 mm to 0.9 mm (Type-B)
aggregates using penetration grade bitumen to required line, grade and level to serve as wearing
course on a previously prepared base, including mixing in a suitable plant, laying and rolling
with a three wheel 8-10 kN static roller and finishing to required level and grades as per
Technical Specification Clause 509 By Manual Means Type A (II) Bitumen (S65)(Modified 75.5.11.1.A.2Z MORD | 1,820 | sqm | 275 ₹5,00,500 Lowest | 281.43 ₹5,12,202.6 |
| 1.01 | OD90021/2026-2027:Surface dressing of the ground including removing vegetation and in-equalities not exceeding 15cm deep and disposal of rubbish, lead up to 50m and lift up to 1.5m. All kind of soil | 60 | sqm | 30 ₹1,800 Lowest | 34.97 ₹2,098.2 |
| 1.01 | OD106505/2026-2027:Providing plain cement concrete for road work(without formwork) CC 1:2:4 laid to required slope & camber in panels as required including compaction, finishing & tamping etc complete. Maximum size of coarse aggregate not exceeding 25mm mixed in concrete mixer etc complete as per specification. (i) Nominal mix 1:2:4 | 27 | cum | 8,500 ₹2,29,500 Lowest | 8,751.65 ₹2,36,294.55 |
Tender Value
₹13.6 L
EMD Value
₹33,896
Closing Date
29 Jul 2026, 5:00 pmClosed
Assistant Executive Engineer
Assistant Executive Engineer Thiruvananthapuram Corporation
411/2026-27 MAINTENANCE OF ARASUMOODU ,MADANKOVIL ROAD,MITHRANAGAR ROAD,KRISHNA NAGAR ROAD AND T,M. NAGAR ROAD IN KARAMANA WARD
2026_LSGD_861615_1
09/E16/AEE2/5321989/26-27
Open Tender
Civil Works - Roads
Item Rate
180 days
Thiruvananthapuram Corporation
Please refer Tender documents.
9 documents required · 9 mandatory
₹2,760
Yes
₹33,896
Yes
31 Jul 2026
22 Jul 2026
31 Jul 2026
22 Jul 2026
29 Jul 2026
22 Jul 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1karamana ward | |||||
| 1.001 | 3.2:Preparation of Foundation for Embankment <br> Scarifying Existing Bituminous Surface to a Depth of 150 mm by Mechanical Means <br> Scarifying the existing bituminous road surface to a depth of 150 mm and disposal of scarified material with a lift upto 3 m and lead upto 1000 m as per Technical Specification Clause 301.4. | - | sqm | - | - |
| 1.002 | 4.9:Wet Mix Macadam <br> Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the material with water at OMC in mechanical mixer (Pug Mill), carriage of mixed material by tipper to site, laying in uniform layers in sub-base/base course on a well prepared sub-base and compacting with smooth wheel roller of 80 to 100kN weight to achieve the desired density including lighting, barricading and maintenance of diversion, etc as per Tables 400.11 & 400.12 and Technical Specification Clause 406. <br> By Mechanical Means with 1 km lead | - | cum | - | - |
| 1.003 | 75.5.1.1pb:Prime Coat - Low porosity - With Packed Bitumen Rates <br> Providing and applying primer coat with bitumen emulsion (SS-1) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.70-1.0 kg/sqm using mechanical means as per Technical Specification Clause 502 | - | sqm | - | - |
| 1.004 | 75.5.2.3pb:Tack Coat - With Packed Bitumen Rates <br> Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.25 to 0.30 kg per sqm on the prepared granular surfaces treated with primer & cleaned with Hydraulic broom as per Technical Specification Clause 503. | - | sqm | - | - |
| 1.005 | 75.5.5.B.2pb:Modified Penetration Macadam 75 mm thick using Bitumen S-65 - Packed Bitumen Rates <br> Construction of penetration macadam over prepared base by providing a layer of compacted crushed coarse aggregate using chips spreader with alternate applications of bituminous binder and key aggregates and rolling with a three wheel 80-100 kN static roller to achieve the desired degree of compaction as per Technical Specification Clause 506. | - | sqm | - | - |
| 1.006 | 75.5.2.1pb:Tack Coat - With Packed Bitumen Rates <br> Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.20 to 0.25 kg per sqm on the prepared bituminous surface cleaned with Hydraulic broom as per Technical Specification Clause 503. | - | sqm | - | - |
| 1.007 | OD94878/2026-2027:Mix Seal Surfacing - Manual Means - Type A - Bitumen S-65 -Packed bitumen rates and
Antistripping Agent Providing, laying and rolling of close-graded premix surfacing material of
20 mm thickness composed of 11.2 mm to 0.9 mm (Type-A) or 13.2 mm to 0.9 mm (Type-B)
aggregates using penetration grade bitumen to required line, grade and level to serve as wearing
course on a previously prepared base, including mixing in a suitable plant, laying and rolling
with a three wheel 8-10 kN static roller and finishing to required level and grades as per
Technical Specification Clause 509 By Manual Means Type A (II) Bitumen (S65)(Modified 75.5.11.1.A.2Z MORD | - | sqm | - | - |
| 1.008 | OD90021/2026-2027:Surface dressing of the ground including removing vegetation and in-equalities not exceeding 15cm deep and disposal of rubbish, lead up to 50m and lift up to 1.5m. All kind of soil | - | sqm | - | - |
| 1.009 | OD106505/2026-2027:Providing plain cement concrete for road work(without formwork) CC 1:2:4 laid to required slope & camber in panels as required including compaction, finishing & tamping etc complete. Maximum size of coarse aggregate not exceeding 25mm mixed in concrete mixer etc complete as per specification. (i) Nominal mix 1:2:4 | - | cum | - | - |
stage.html
html • 0.03 MB
tech_eval.pdf
fin_eval.pdf
finance_1457177.pdf
boq_comp_chart.xlsx
xlsx
Tap a document below to read it instantly. You can also download everything as a ZIP if you prefer.
details.html
html • 0.04 MB
Tendernotice_1.pdf
PDF • 0.32 MB
411pgmt.pdf
Tender Documents • 0.29 MB
411epf.pdf
Tender Documents • 0.23 MB
411af.pdf
Tender Documents • 0.27 MB
411fot.pdf
Tender Documents • 0.28 MB
411ipct.pdf
Tender Documents • 0.23 MB
411sbd.pdf
Tender Documents • 1.80 MB
BOQ_1457177.xls
BOQ • 0.24 MB
411nit.pdf
Tender Documents • 0.03 MB
Download all tender documents and submit your bid
Disclaimer: TenderKart has made every reasonable effort to ensure that the information on this page is accurate and authentic, however it cannot be held liable for any third-party claims or losses or any damages. TenderKart makes no warranty, expressed or implied, as to the results obtained from the use of this information. If you notice any error or omission, please let us know at .